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|Title:||EXPERIMENTAL STUDY OF THIN-WALLED STEEL BOX.||Authors:||Chiew, Sing-Ping
Shanmugam, Nandivaram E.
|Issue Date:||Oct-1987||Citation:||Chiew, Sing-Ping,Lee, Seng-Lip,Shanmugam, Nandivaram E. (1987-10). EXPERIMENTAL STUDY OF THIN-WALLED STEEL BOX.. Journal of structural engineering New York, N.Y. ll3 (l0) : 2208-2220. ScholarBank@NUS Repository.||Abstract:||An experimental investigation of the ultimate load behavior of thin-walled box column is reported. Small-scale steel box column models are subjected to concentric or eccentric compressive loading and the failure brought about by local, overall, or interaction buckling. The effects of plate width-thickness ratio and column slenderness on the ultimate load-carrying capacity of box columns are shown to be significant. The test results were found to agree reasonably well with the theoretical predictions.||Source Title:||Journal of structural engineering New York, N.Y.||URI:||http://scholarbank.nus.edu.sg/handle/10635/65568||ISSN:||07339445|
|Appears in Collections:||Staff Publications|
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